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Long term behavior of Portland limestone cement mortars exposed to magnesium sulfate attack

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dc.contributor.author Skaropoulou, A en
dc.contributor.author Tsivilis, S en
dc.contributor.author Kakali, G en
dc.contributor.author Sharp, JH en
dc.contributor.author Swamy, RN en
dc.date.accessioned 2014-03-01T01:31:00Z
dc.date.available 2014-03-01T01:31:00Z
dc.date.issued 2009 en
dc.identifier.issn 0958-9465 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/19714
dc.subject Degradation en
dc.subject Long term performance en
dc.subject Portland limestone cement en
dc.subject Sulfate attack en
dc.subject Thaumasite en
dc.subject.classification Construction & Building Technology en
dc.subject.classification Materials Science, Composites en
dc.subject.other Analytical techniques en
dc.subject.other Cement mortars en
dc.subject.other Curing condition en
dc.subject.other Long term performance en
dc.subject.other Long-term behavior en
dc.subject.other Low temperatures en
dc.subject.other Magnesium sulfate en
dc.subject.other Mass measurements en
dc.subject.other Mortar specimens en
dc.subject.other Portland limestone cement en
dc.subject.other Siliceous sand en
dc.subject.other Storage periods en
dc.subject.other Sulfate attack en
dc.subject.other Sulfate solutions en
dc.subject.other Thaumasite en
dc.subject.other Thaumasite form of sulfate attack en
dc.subject.other Thermal analysis en
dc.subject.other Ultrasonic pulse velocity en
dc.subject.other Visual inspection en
dc.subject.other X- Ray diffraction en
dc.subject.other Cement manufacture en
dc.subject.other Compressive strength en
dc.subject.other Concretes en
dc.subject.other Curing en
dc.subject.other Degradation en
dc.subject.other Magnesium en
dc.subject.other Mortar en
dc.subject.other Photodegradation en
dc.subject.other Plaster en
dc.subject.other Portland cement en
dc.subject.other Scanning electron microscopy en
dc.subject.other Security systems en
dc.subject.other Silicate minerals en
dc.subject.other Sulfate minerals en
dc.subject.other Thermoanalysis en
dc.subject.other Ultrasonic testing en
dc.subject.other Velocity measurement en
dc.subject.other Visual communication en
dc.subject.other X ray diffraction analysis en
dc.subject.other Limestone en
dc.title Long term behavior of Portland limestone cement mortars exposed to magnesium sulfate attack en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.cemconcomp.2009.06.003 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.cemconcomp.2009.06.003 en
heal.language English en
heal.publicationDate 2009 en
heal.abstract Concrete and mortar made from limestone cement may exhibit a lack of durability due to the formation of thaumasite. This work deals with the long term behavior of limestone cement mortars in relation to the limestone content, the curing conditions and the type of the sand. Three types of cement were examined: (i) Portland cement (PC), (ii) Portland limestone cement containing 15% w/w limestone and (iii) Portland limestone cement containing 30% w/w limestone. Mortar specimens were prepared using calcareous and siliceous sand. The specimens were immersed in a 1.8% MgSO4 solution and cured at: (i) 5 degrees C and (ii) 25 degrees C. The status of the samples for a storage period of 5 years are reported, based on visual inspection, compressive strength, mass measurements, ultrasonic pulse velocity measurements and analytical techniques, including X-ray diffraction, thermal analysis and scanning electron microscopy. It is concluded that mortars containing limestone, either as sand or as a main constituent of the cement, suffer from the thaumasite form of sulfate attack (TSA) at low temperature. In some cases, the TSA leads to almost complete damage of the specimens after only 60 months of exposure. At 25 degrees C the specimens do not show any signs of conventional sulfate attack, even after 60 months of exposure to sulfate solution. (C) 2009 Elsevier Ltd. All rights reserved. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Cement and Concrete Composites en
dc.identifier.doi 10.1016/j.cemconcomp.2009.06.003 en
dc.identifier.isi ISI:000270320200003 en
dc.identifier.volume 31 en
dc.identifier.issue 9 en
dc.identifier.spage 628 en
dc.identifier.epage 636 en


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